摘要
在理论分析的基础上对砖墙与钢筋混凝土墙组合结构这一新型的结构体系进行了静力弹塑性分析研究,运用编制的Push-over分析程序通过算例计算并与试验及动力时程分析结果进行对比,证明了该方法的可行性和实用性,并进一步明确了这种结构在地震荷载作用下的受力和变形特征。
A relevant analytic program for static nonlinear pushover analysis of composite structure of brick walls and concrete shear walls is applied in this article, The comparative analysis of nonlinear time -history analysis and the static pushover analysis are presented by using an example, it is demonstrate that the pushover analysis is feasible and practical, at the same time, the effects of the earthquake and deformed features about this kind composite structure are well reflected.
出处
《低温建筑技术》
2006年第5期56-58,共3页
Low Temperature Architecture Technology
关键词
砌体墙-钢筋混凝土墙组合结构
PUSH-OVER分析
时程分析
composite structure of brick wall and concrete shear wall
static nonlinear pushover analysis
nonlinear time - history analysis
